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BEAM6P8

Mesh: Four quadrilaterals--see appendix A.1.
Material properties: $\alpha=10^{-5}$, $E=2\times 10^5$ MPa, $\nu=0.3$.
Prandtl-Reuss-von Mises model with isotropic hardening.

\begin{displaymath}\sigma_Y(\epsilon_p,T)=a_1+a_2\epsilon_p+a_3T+a_4\epsilon_p^2 +a_6\epsilon_pT+a_9\epsilon_p^2T \end{displaymath}

where

\begin{displaymath}\begin{array}{rclrcl} a_1 &=& 3.5\times10^8 \,\mbox{Pa}~~~~~~... ...a/K}~~~~~~& a_9 &=& -5.0\times10^{11} \,\mbox{Pa/K} \end{array}\end{displaymath}

Support: Clamped at x=0. Statically determinate. 

u=v=0 node:	 1 
u=0 nodes: 	 2 11
Loading: $\sigma_{xx}=300$ MPa, $\Delta T=200^\circ\mbox{C}$.
Execute from prompt:
>rmd2 beam6p8.I1
>rpd2 beam6p8.I2
>srh2 beam6p8.I3
>fefs beam6p8.I4
>hpp2 beam6p8.IP
>hpls beam6p8.IL
>str2 beam6p8.I5